Question: 1 0 . 1 . Consider a catchment that has a runoff coefficient of 0 . 8 2 , an average slope of 0 .

10.1. Consider a catchment that has a runoff coefficient of 0.82, an average slope of 0.02, a Manning's n of 0.03, and a runoff length of 50m. If the catchment is located in a region with Type IA rainfall, and the 2-year 24-h rainfall is 80mm, estimate the time of concentration in the sheet-flow regime.
1 0 . 1 . Consider a catchment that has a runoff

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